EP1384816A1 - Verfahren und anlage zum bau einer strasse und strasse - Google Patents

Verfahren und anlage zum bau einer strasse und strasse Download PDF

Info

Publication number
EP1384816A1
EP1384816A1 EP01274103A EP01274103A EP1384816A1 EP 1384816 A1 EP1384816 A1 EP 1384816A1 EP 01274103 A EP01274103 A EP 01274103A EP 01274103 A EP01274103 A EP 01274103A EP 1384816 A1 EP1384816 A1 EP 1384816A1
Authority
EP
European Patent Office
Prior art keywords
installation
load
expressway
road
traffic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP01274103A
Other languages
English (en)
French (fr)
Other versions
EP1384816B1 (de
EP1384816A4 (de
Inventor
Arkady Alekseevich Kornatsky
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from RU2001118741/03A external-priority patent/RU2181396C1/ru
Priority claimed from RU2001123183A external-priority patent/RU2188270C1/ru
Priority claimed from RU2001123184A external-priority patent/RU2203356C1/ru
Priority claimed from RU2001123182A external-priority patent/RU2203355C1/ru
Application filed by Individual filed Critical Individual
Publication of EP1384816A1 publication Critical patent/EP1384816A1/de
Publication of EP1384816A4 publication Critical patent/EP1384816A4/de
Application granted granted Critical
Publication of EP1384816B1 publication Critical patent/EP1384816B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D1/00—Bridges in general

Definitions

  • the invention relates to a method and installation for constructing an expressway, and to an expressway to be used as a duplicating road for existing expressways assigned to be used for heavy traffic.
  • said known installation for constructing motorways has the disadvantage consisting in that it cannot be technologically improved to be used in construction of an expressway in any close quarters, thereby not causing a decrease in traffic intensity on an existing road, because this known installation cannot be used for erection of an expressway in the form of an elevated road above an existing road.
  • the up-to-date art allows to construct an elevated road by mounting girders on the supports secured within a foundation, with the following dimensions: length 862 m, width ⁇ 22.1 m, maximum span ⁇ 48 m.
  • the constructed spans are effectively floored by attachment of joists of span structures, as well as by the technique of pulling over a span structure using an end platform and a trolley beam of a temporary support (Vestnik Machinostroyeniya, 2000, N 5,6; 67-70).
  • Said technique for motorway construction too does not provide for a possibility to construct an expressway in the form an elevated road erected above an existing motorway in close quarters within allocated land lot of such existing motorway so that the traffic would not cease or become less busy.
  • an expressway comprising a base and roadbed, and providing for means for adjusting capacity of an expressway and ensuring - depending on traffic intensity and/or density - a possibility to increase or decrease a number of the used motorway lanes in one direction by, accordingly, increasing or decreasing a number of the used road lanes in the other traffic direction: essentially using the method of parallel shift of solid elements that divide the traffic lanes.
  • the claimed technical solutions are directed to solve the above-mentioned problems radically, first of all in close quarters of the existing structures and allocated land lots having difficult environmental conditions caused by a heavy traffic and not allowing any extensive use of the conventional road construction techniques, and use of an installation for constructing expressways without, at least temporary, stoppage of traffic on an existing road.
  • the invention object consists in providing enhanced technological capabilities of a mobile installation by construction of an expressway in close quarters, without a decrease in traffic intensity; and also consists in construction of an expressway erected above an existing trunk road, mainly along its longitudinal axis, in the course of construction of which expressway any hindrances to traffic on an existing road do not occur.
  • Said object is accomplished by providing a method for constructing an expressway in the form of an elevated road whose length extends at least partly above an existing motorway; which method comprises the steps of: implementation of a foundation portion of load-bearing supports, erection of the load-bearing supports on the foundation portion, placement of girders on the load-bearing supports and mounting of a span structure; erection of the load-bearing supports on the foundation portion being done when at least a portion of the technological equipment to be used for the works is placed at the level of the upper load-bearing working surface of a gantry-type mobile installation, which installation is preferably self-propelled and consists, for example, of sections disposed in-series along its length; the mobile supports of said installation being disposed within the land lot of an existing motorway; the girders being mounted on the load-bearing supports with at least one hoisting mechanism used as the technological equipment; said mechanism being preferably of the mobile crane type disposed at least on one section of the gan
  • a part of the technological equipment for constructing at least the foundation portion of the load-bearing supports being disposed at the existing motorway level.
  • the elevated road longitudinal axis is aligned along the longitudinal axis of the existing motorway or in parallel with the longitudinal axis of the existing motorway, or at an angle to the longitudinal axis of the existing motorway.
  • a girder is mounted in the course of positioning of the upper load-bearing working surface of at least one section of the gantry-type mobile installation immediately under the place where works are being executed, with a shift of its section, that bears the hoisting mechanism, from the designed position of the mounted girder in the direction of construction of the elevated motorway to a value that will allow operation of the hoisting mechanism positioned on said section.
  • An elevated road span structure mounting is done by laying at least one section of the span structure by the hoisting mechanism positioned on the upper load-bearing working surface of gantry-type mobile installation.
  • the elevated road span structure can be mounted by laying the span structure sections by the hoisting mechanism positioned on the already constructed portion of the elevated road.
  • the span structure sections are advantageously made of metal; the elevated road span structure mounting is preferably performed by pulling over said metallic pre-assembled sections, whereby the upper load-bearing working surface of at least one section of the gantry-type mobile installation will be used as the intermediate support for said pre-assembled sections.
  • At least on one section of the mobile gantry-type installation remains fixed, and at last one section of the upper load-bearing working surface of the gantry-type mobile installation is provided with an anti-friction coating to ensure support of the metallic sections in the course of pulling-over.
  • At least on one section of the upper load-bearing working surface of the gantry-type mobile installation positioned are carriages to ensure the support property in the course of pulling over of the metallic sections.
  • the span structure metallic sections are preferably adapted to be supported by at least one section of the upper load-bearing working surface of the gantry-type mobile installation, which section is moved together with the span structure sections in the course of the pulling-over step.
  • Alignment of the elevated roadway including the turn radii, inclination angles on the curvilinear portions thereof is selected within the existing land lot to provide safety for the express traffic.
  • the foundation portion of the load-bearing supports is preferably made as monolithic or assembled, or as assembled-monolithic.
  • the load-bearing supports are made of metalworks or with the use of retained, preferably metal formworks; the span structure using the hollow metal beams, for example the beams having I- or trapezoidal cross-section.
  • a safety guard to provide safety for traffic on the existing motorway.
  • the span structure girders are conveyed to the construction site via the already constructed portion of the elevated road continuously, and are laid at once in their designed position; said girders also being conveyed to the construction site with subsequent unloading at least at one of the lateral sides of the already constructed portion of the elevated road.
  • the span structure girders are conveyed to the construction site and stored thereat for further unloading at least at one of the lateral sides of at least one section of the gantry-type mobile installation.
  • a preferably translucent cover having a curved configuration to provide the aired space thereunder is implemented at least over a portion of the elevated road length.
  • the translucent cover further can have a broken configuration to provide the aired space thereunder.
  • Emergency parking lots can be suitably arranged at least along a portion of the elevated road length, preferably over the load-bearing supports.
  • the elevated road is erected with roadways at two levels, preferably one above another to provide the one-way traffic at each one of the levels; and on the motorway under the elevated road the exit ways are provided for.
  • At least one section of the gantry-type mobile installation is shifted at least to one-fourth of the span value from under the span being constructed until the latter will be installed in a given girder span; and also at least one section of the gantry-type installation is shifted under the designed position of the next elevated road span structure after completion of pulling-over of sections of the preceding span structure; or at least one section of the gantry-type installation is shifted to the designed position of the next elevated road span structure upon completion of mounting.
  • the elevated road is constructed until the obstacle is reached, and after that at least one section of the gantry-type installation is positioned at the opposite side of the obstacle, and construction of the elevated road proceeds with the use of the technological equipment positioned on the already constructed portion of the elevated road as well.
  • the technological equipment is additionally positioned at least on one section of the gantry-type installation.
  • a span structure On a road crossing, positioned is at least one additional section of the gantry-type installation to enable traffic thereon in the established directions on said crossing; and above said crossing, a span structure is mounted without disabling that portion of the existing motorway; and after completion of mounting of the span structure above the crossing, said additional section is moved mainly along the elevated road axis, or preferably at an angle to the elevated road axis, in one of directions of the crossing roads, for example.
  • a safety guard in the form of a panel.
  • a safety guard in the form of a panel is positioned.
  • the load-carrying capacity in the positioning zone of the load-carrying supports of the existing motorway is assessed, and if said capacity is insufficient, the specific load exerted by the load-bearing supports on the existing motorway is reduced, for example by reducing the weight of the gantry-type installation and that of the equipment disposed thereon.
  • Construction of the elevated road provides for operation of devices for purifying the air of the exhaust gases from vehicles and dust.
  • Filters or means for delivery of the air to be purified to the air purification devices are positioned within the elevated road lateral guard or in the translucent protection cover.
  • a system for supplying and removing the air, and automatic means for quality assay of the ambient air, and means for adjusting ⁇ preferably depending on the assay results - the intensity and direction of air delivery and removal are provided for construction as well.
  • the lateral guards and translucent cover should be implemented in a manner that the traffic noise level and the noise produced by the air delivery and removal system will be reduced.
  • Means for supplying water or solution to purify the air preferably of the traffic exhaust gases and dust, and also additional means for collecting and disposing the purification waste products are also provided over the elevated road.
  • Filters and air purification means implemented as the replaceable elements should be arranged such there will be access for technical and operation maintenance outside the space delimited by the roadway and its fencing.
  • Said object of the invention is attained as follows: provided is an installation for constructing an expressway in the form of an elevated road, which elevated road extends, at least along a part of its length, above an existing motorway; said installation being implemented as a mobile preferably self-propelled, equipped with a control system, gantry of the tunnel shape; which gantry allows traffic of the existing motorway therethrough; the gantry's upper portion being arranged such that it allows that a part of the technological equipment will be mounted and disposed thereon, the equipment being preferably self-propelled and intended for erecting the load-bearing supports, for placing girders on said load-bearing supports and for mounting an elevated road span structure above the gantry's upper load-bearing working surface; said gantry further having the lower supporting portion and a mechanism for changing height of the upper load-bearing working surface to compensate any deviation of the existing motorway support surface relief from the designed position of the elevated road span structure being mounted at a given place.
  • the mechanism that changes height of the upper load-bearing working surface is preferably implemented in the form of pairs of hydraulic cylinders and load-bearing members having retainers; the lower portion of said mechanism for changing height of the upper load-bearing working has the rolling supports being preferably tracks.
  • the installation has a mechanism for stabilizing position of the upper load-bearing working surface, said mechanism being implemented as that of relative vertical movement of the upper load-bearing working surface and lower supporting portion, and as means for stabilizing position of the upper load-bearing working surface by stabilizing position of the lower supporting portion.
  • the installation preferably has the load-bearing members preferably of a modified height; the lower supporting portion having tie-rods to couple the load-bearing members in pairs to one another and to traction means, said traction means being preferably tractors.
  • the installation has hydraulic cylinders which are pivotally and in-pairs are coupled to the power members of the upper load-bearing working surface to create the height-modified structural stays, which stays are arranged in the form of triangles along each one of the lateral sides of the installation; or the hydraulic cylinders pivotally in-pairs are coupled to frames of the rolling supports.
  • the supports are implemented in the form of hydraulic cylinders, providing the possibility of striding movement over an obstacle, for example.
  • the longitudinal guides whereon at least a portion of the technological equipment may move; movement of at least a portion of the technological equipment is effected using the carriages positioned on the longitudinal guides; the carriages being positioned at the opposite sides of the upper load-bearing working surface and interconnected by a transverse beam, on which beam at least a portion of the technological equipment is disposed at both sides of the installation, with the possibility to move along said beam.
  • the installation accommodates an intermediate preferably vertically mobile, having a power mechanism, support for the end platform of the pulled-over at least one section of the span structure.
  • the rolling support frames in the installation are advantageously interconnected with tie-rods, preferably pivotally and in-series one to another so that each one of the supports will be able to rotate at a predetermined angle.
  • the installation includes the gantry's intersecting ⁇ -shaped load-bearing support structures, which structures are coupled to its upper load-bearing working surface; at that, at least a portion of the opposite posts in the gantry load-bearing structures, connected in the form of a tunnel to allow traffic therethrough, is interconnected preferably by planar ties implemented, for example, as a scaffold having ramps arranged in parallel with the existing roadway and enabling the traffic thereon.
  • the installation has lateral guard members and consists of the joined connected in-series sections of additional gantries whose upper load-bearing working surface is joined to provide the roadway for at least a portion of the preferably self-propelled technological equipment and, for example, means for delivery of construction materials and structures.
  • the installation is further implemented such that under the upper load-bearing working surface, preferably at the span center, arranged is an additional support; and the installation is further adapted to change width of the upper load-bearing working surface, preferably with the use of a beam of a required length that is telescopically modifiable depending on the installation technological requirements.
  • the ⁇ -shaped load-bearing structures preferably comprise the rod-trusses; the installation at its lateral sides having a guard secured thereto, the guard members preferably being secured in the parallel planes to portions of said trusses to define the transport passages for personnel between the guard members.
  • the installation comprises at least one additional preferably independent section implemented as a gantry positioned on at least two mobile supports over a road crossing, which gantry thus defines a tunnel to allow traffic on the existing motorway between the gantry supports in a required direction.
  • the load-bearing structure of at least one additional gantry section preferably is made of beams, for example the hollow ones, or of rod trusses.
  • At least one additional section installed above a road crossing has the length that exceeds width of the crossed existing road, wherein the supports are preferably positioned on the road portions within the allocated land lot.
  • the contemplated object of the invention is further accomplished as follows: constructed is an expressway in the form of an elevated road, which elevated road extends along at least a part of its length above an existing motorway within the allocated land lot; the elevated road is constructed using a method for constructing an expressway, which method comprises the steps of: implementation of a foundation portion of load-bearing supports, erection of the load-bearing supports on the foundation portion; said erection being done while at least a portion of the technological equipment for these works is placed at the level of the upper load-bearing working surface of a preferably self-propelled gantry-type mobile installation; mounting of girders on the load-bearing supports and mounting of a span structure; at least a portion of the technological operations for constructing an expressway being executed such that traffic on the existing motorway is allowed to proceed; the elevated road preferably has a safety translucent cover, also has span structures that lie on the supports and are provided with a roadway, and has at least one entry and one exit.
  • the elevated road longitudinal axis is aligned along the longitudinal axis of the existing motorway or in parallel with the longitudinal axis of the existing motorway, or at an angle to the longitudinal axis of the existing motorway.
  • the road is provided with elements, preferably solid elements, to divide the traffic lanes with respect to directions thereof, for example the opposite traffic streams, which elements are positioned preferably beneath the roadway level and adapted, at least one of them, to be extended upright in the operation position for the purpose to divide the traffic streams; the solid elements being hollow and preferably made of a polymeric material.
  • the solid elements are disposed between girders of the elevated road span structure, and means for extending them is disposed at least partly within the cavity of the solid elements; at least one solid element having a transparent surface portion facing the traffic stream and accommodating means to illuminate at least one transparent portion.
  • At least a portion of the solid elements preferably bears elements of road marking on its upper end face or its side surfaces.
  • the solid elements taper upwards along at least a portion of their height; the roadway has an opening having a frame preferably made of a resilient material whose edges close the gap between a solid element and roadway.
  • Said frame permanently contacts the external surface of a solid element to provide a protection sealing and to clean the surface when a solid element is transferred to its operation or non-operation position.
  • the plane of the external surface of a solid element upper end face, when an element is in its non-operation position, is positioned higher than the frame external surface.
  • the roadway opening can be closed by a shutter when a solid element is in its non-operation position; the shutter upper surface bearing a road marking element.
  • the solid elements are advantageously spaced at the interval therebetween that prevents vehicles from entering the adjacent lane; or the solid elements are disposed along the traffic lanes continuously and preferably interconnected lengthwise by the groups having at least two solid elements.
  • the road has means that, before the solid elements are extended, turns on an inhibit signal, being preferably an audible or light signal, to stop traffic on the lane to be switched to the reverse direction; the means giving the inhibit signal, preferably a light signal, is disposed in one of the hollow solid elements.
  • an inhibit signal being preferably an audible or light signal
  • the hollow solid elements are preferably provided with sensors that sense the traffic intensity on a given road portion and are connected to a system for controlling position of the hollow solid elements; position of the solid elements being controlled depending on a signal indicating the traffic intensity on that road portion, transmitted to the hollow solid elements position control system.
  • the solid elements being arranged to rotate preferably to the complete or partial closure of a traffic lane with respect to the axis that extends at the angle of preferably 90° to the roadway surface at the place of rotation of a solid element; the solid elements being positioned preferably between girders of a span structure so that they may be provided with maintenance and operation services when in the non-operation position.
  • a cover over an elevated road having a curved or broken configuration, can be advantageously translucent along the most portion of its length and defines the aired space thereunder; and the roadway can be implemented across the width not exceeding that of the existing motorway at a given portion thereof; the roadway can further be disposed at one level intended preferably for one traffic direction, and have a safety guard at its sides.
  • the safety guards also can be positioned in the center of the roadway.
  • the foundation potion of the load-bearing supports can be preferably monolithic or assembled, or assembled-monolithic.
  • the load-bearing supports can be made of metalworks, or with the use of retained metallic or polymeric formworks.
  • hollow metal beams of I- or trapezoidal cross-section for example, can be used.
  • An entry and exit from the elevated road are preferably disposed in plan at an angle to the longitudinal axis of an existing road, or along the longitudinal axis of the existing road as extension of the left traffic lane.
  • At least one entry to the elevated road and at least one exit therefrom are equipped with controlled turnstiles or barriers.
  • At least one entry to the elevated road and at least one exit therefrom have hoisted ramps, and height at which the ramps are lifted in their non-operation position, for example when the elevated road is repaired, allows traffic to proceed under them, preferably to the next entry or exit.
  • the elevated road is provided with devices for purifying the air of the exhaust gases from vehicles and dust. Filters or means for delivery of the air to be purified to the air purification devices are positioned within the elevated road lateral guard or in the translucent protection cover.
  • the elevated road is provided with a system for supplying and removing the air, and automatic means for quality assay of the ambient air, and means for adjusting ⁇ preferably depending on the assay results - the intensity and direction of air delivery and removal are provided for construction as well.
  • the lateral guards and translucent cover should be implemented in a manner that the traffic noise level and the noise produced by the air delivery and removal system will be reduced.
  • the elevated road is further provided with means for supplying water or solution to purify the air preferably of the traffic exhaust gases and dust, and also additional means for collecting and disposing the purification waste products are also provided over the elevated road.
  • Filters and air purification means implemented as the replaceable elements should be arranged such there will be access for technical and operation maintenance.
  • An installation for constructing an expressway in the form of an elevated road whose length extends at least partially above existing motorway 1, includes foundation portion 2, load-bearing supports 3 with girders 4 mounted thereon, which girders support span structure 5 and are mounted thereon by technological equipment 6, which equipment preferably is a crane positioned on upper load-bearing working surface 7 of mobile installation 8 of the gantry type.
  • the installation is implemented as a mobile, preferably self-propelled, having a control system, gantry in the form of a tunnel, which tunnel allows traffic therethrough from existing motorway 1.
  • the upper load-bearing working surface of gantry 7 is designed such that thereon at least a part of technological equipment 6, preferably self-propelled, can be mounted and disposed, which equipment is intended to erect load-bearing supports 3, place girders 4 on load-bearing supports 3, and mount the gantry of elevated road span structure 5 above upper load-bearing working surface 7.
  • the installation can consist of sections 9 and 10 having mobile load-bearing supports 11, preferably, the rolling supports.
  • carriages 12 can be positioned, which carriages are used, for example, to provide the carrying property when metallic sections of span structure 5 are pulled-over.
  • Metal beams 13, having, for example, I- or trapezoidal cross-section can be used for a span structure.
  • Safety guard 14 for safety of the traffic on existing road 1.
  • Safety guard 14 can be optionally positioned, for the construction period, beside an installation section.
  • Translucent cover 15 can be placed over the elevated road.
  • Means 16 for purifying the air of the vehicle exhaust gases and dust are provided for the elevated road construction period.
  • the installation further has a lower supporting portion and a mechanism for changing height of upper load-bearing working surface 7 for compensating deviation at an angle " ⁇ " of terrain of support surface of existing road 1 from the designed position of an elevated road span structure being mounted on a given place.
  • the mechanism for changing height of upper load-bearing working surface 7 preferably consists of a pair of hydraulic cylinders 17 and load-bearing members in the form of posts having retainers.
  • mobile rolling supports 11 preferably in the form of tracks.
  • the installation may be provided with a mechanism for stabilizing a position of upper load-bearing working surface 7.
  • the stabilizing mechanism is implemented as a mechanism of relative vertical movement of the upper load-bearing working surface and lower supporting portion, and as means for stabilizing a position of the upper load-bearing working surface by stabilizing a position of the lower supporting portion.
  • the load-bearing members are preferably adapted to change their height; the lower supporting portion having tie-rods to connect the load-bearing members in pairs with one another and with traction means, being preferably tractors.
  • Hydraulic cylinders 17 pivotally and in pairs are coupled to power members of upper load-bearing working surface 7 to create the height-changing structural stays arranged in the form of triangles along each lateral side of the installation.
  • the hydraulic cylinders can be pivotally coupled in pairs to the rolling supports frames.
  • Mobile load-bearing supports 11 of the installation can be implemented as hydraulic cylinders adapted for striding movement, for example striding over an obstacle.
  • an intermediate, preferably vertical, mobile support having a power mechanism can be mounted, which intermediate support is used for the end platform of at least one pulled-over span structure section.
  • Frames of the rolling supports of the claimed installation can be connected by tie-rods 21, preferably pivotally and in-series in a row between one another, with possibility of rotation of each of the supports at a predetermined angle.
  • the installation optionally can include intersecting ⁇ -shaped load-bearing structures 22 of the gantry, which structures are connected to the gantry's upper load-bearing working surface 7.
  • the installation can be implemented (to ensure an improved stiffness of a structure) such that therein at least a portion of the opposite posts in the gantry support structures, joined to define a tunnel to allow traffic therethrough, is interconnected preferably by planar ties 23 implemented, for example, as a scaffold having ramps arranged in parallel with the existing roadway and enabling the traffic thereon.
  • the installation has lateral members of safety guard 14 and is formed by joined in-series positioned sections 9, 10 of additional gantries, whose upper load-bearing working surface 7 is integrated to provide a roadway for at least of a part of technological equipment 6, which equipment is preferably self-propelled, and for means for delivery of construction material and structures, for example.
  • the installation is adapted to accommodate additional support 24 under upper load-bearing working surface 7, preferably in the center of a span, which additional support will interact with existing road 1.
  • the installation is adapted to change the width of the upper load-bearing working surface, preferably using a beam of a required length, that changes telescopically depending on technological requirements of the installation.
  • the installation design can include ⁇ -shaped load-bearing structures that comprise rod trusses 25.
  • the installation has a guard secured to its lateral sides; the guard members being secured, preferably in parallel planes, to portions of the trusses to define transport passages for personnel between the guard members.
  • the installation can comprise at least one additional, preferably independent section 10 implemented as a gantry mounted on at least two mobile supports over a crossing, which gantry will define a tunnel for traffic on an existing road between the gantry supports in a required direction.
  • beams can be used, e.g. hollow beams, or rod trusses 25.
  • At least one additional section installed above a road-crossing has a length that exceeds the width of the crossed existing road, preferably such that supports of said section stand on the road portions within the allocated land lot.
  • Operation of the above-discussed installation carries out the following method for constructing an expressway in the form of an elevated road whose length at least partly extends over an existing motorway:
  • the elevated road longitudinal axis is aligned along the longitudinal axis of the existing motorway.
  • the elevated road longitudinal axis, at least along a portion of its length is aligned in parallel with the longitudinal axis of the existing motorway, or the elevated road longitudinal axis, at least along a portion of its length, is aligned at an angle to the longitudinal axis of the existing motorway.
  • a girder is mounted in the course of positioning of the upper load-bearing working surface of at least one section of the gantry-type mobile installation immediately under the place where the works are being executed, with a shift of its section that bears the hoisting mechanism from the designed position of the mounted girder in the direction of construction of the elevated motorway to a value that will allow operation of the hoisting mechanism positioned on said section.
  • An elevated road span structure can be mounted by laying at least one section of the span structure by the hoisting mechanism positioned on the upper bearing working surface of the gantry-type mobile installation.
  • the elevated road span structure mounting can be carried out by laying the span structure sections by the hoisting mechanism positioned on the already constructed portion of the elevated road.
  • the span structure sections can be made of metal; the elevated road span structure mounting is preferably performed by pulling over said metallic pre-assembled sections, whereby the upper load-bearing working surface of at least one section of the gantry-type mobile installation will be used as the intermediate support for said pre-assembled sections.
  • At least one section of the mobile gantry-type installation remains fixed, and at least one section of the upper load-bearing working surface of the gantry-type mobile installation is provided with an anti-friction coating to ensure the carrying property of the metallic sections in the course of pulling-over.
  • At least on one section of the upper load-bearing working surface of the gantry-type mobile installation positioned are carriages to ensure the carrying property in the course of pulling over of the metallic sections.
  • the span structure metallic sections are preferably adapted to be borne by at least one section of the upper load-bearing working surface of the gantry-type mobile installation, which section is moved together with the span structure sections.
  • Alignment of the elevated roadway including the turn radii, inclination angles on the curvilinear portions thereof is selected within the existing land lot to provide safety for the express traffic.
  • the foundation portion of the load-bearing supports is preferably made as monolithic or assembled, or as assembled-monolithic.
  • the load-bearing supports are made of metalworks or with the use of retained, preferably metal formworks.
  • the hollow metal beams for example the beams having I- or trapezoidal cross-section can be used.
  • a safety guard to provide safety for traffic on the existing motorway.
  • the span structure girders are conveyed to the construction site via the already constructed portion of the elevated road continuously, and are laid at once in their designed position. Said girders can be also conveyed to the construction site with subsequent unloading at least at one of the lateral sides of the already constructed portion of the elevated road, or stored thereat for further unloading at least at one of the lateral sides of at least one section of the gantry-type mobile installation.
  • a preferably translucent cover having a curved configuration to provide the aired space thereunder is implemented at least over a portion of the elevated road length.
  • the translucent cover further can have a broken configuration to provide the aired space thereunder.
  • Emergency parking lots can be arranged at least along a portion of the elevated road length, preferably over the load-bearing supports.
  • the elevated road can be erected with roadways at two levels, preferably one above another to provide the one-way traffic at each one of the road levels; the exit ways being provided for entering the motorway under the elevated road.
  • At least one section of the gantry-type mobile installation is shifted at least to one-fourth of the span value from under a span being constructed until the latter will be installed in a given girder span; or also at least one section of the gantry-type installation is shifted under the designed position of the next elevated road span structure after completion of pulling-over of sections of the preceding span structure; or at least one section of the gantry-type installation is shifted to the designed position of the next elevated road span structure upon completion of mounting.
  • the elevated road is constructed until the obstacle is reached, then at least one section of the gantry-type installation is positioned at the opposite side of the obstacle, and construction of the elevated road proceeds with the use of the technological equipment also positioned on the already constructed portion of the elevated road.
  • the technological equipment can be additionally positioned at least on one section of the gantry-type installation.
  • a motorway has to be constructed over a road crossing, in this case at least one additional section of the gantry-type installation to provide traffic thereon in the established directions is positioned on said crossing; and above said crossing, a span structure is mounted without disabling that portion of the existing motorway.
  • Said additional section over the crossing is preferably moved along the elevated road axis. After completion of mounting of the span structure above the crossing, said additional section is moved preferably at an angle to the elevated road axis, in one of directions of the crossing roads, for example.
  • a safety guard in the form of a panel.
  • the load-carrying capacity in the positioning zone of the load-carrying supports of the existing motorway is assessed, and if said capacity is insufficient, the specific load exerted by the load-bearing supports on the existing motorway is reduced, for example by reducing the weight of the gantry-type installation and that of the equipment disposed thereon.
  • Construction of the elevated road provides for operation of devices for purifying the air of the exhaust gases from vehicles and dust. Filters or means for delivery of the air to be purified to the air purification devices, in the course of road construction, are positioned within the elevated road lateral guard or in the translucent protection cover.
  • a system for supplying and removing the air, and automatic means for quality assay of the ambient air, and means for adjusting ⁇ preferably depending on the assay results - the intensity and direction of air delivery and removal are provided for construction as well.
  • the lateral guards should be implemented in a manner that the traffic noise level and the noise produced by the air delivery and removal system will be reduced.
  • the translucent cover should be implemented in a manner that the traffic noise level and the noise produced by the air delivery and removal system will be reduced.
  • Means for supplying water or solution to purify the air preferably of the traffic exhaust gases and dust, and also additional means for collecting and disposing the purification products are advantageously provided over the elevated road (under the translucent cover). Further, additional means for collecting and disposal of the purification waste products can be provided for. Filters and air purification means implemented as the replaceable elements should be arranged such there will be access for technical and operation maintenance outside the space delimited by the roadway and its fencing.
  • an expressway as erected in the form of an elevated road that preferably has translucent cover 15, with its length extending at least partly above an existing motorway 1, which elevated road consists of a span structure on supports, and has a roadway and at least one entry and at least one exit; said span structure being erected without interruption of traffic on existing motorway 1.
  • the elevated road longitudinal axis at least along a portion of its length, is aligned along the longitudinal axis of the existing motorway or in parallel with the longitudinal axis of the existing motorway, or at an angle to the longitudinal axis of the existing motorway.
  • the constructed expressway is further provided with elements 26, preferably solid elements, to divide the traffic lanes with respect to directions thereof, for example the opposite traffic streams, which elements are positioned preferably beneath the roadway level and adapted, at least one of them, to be extended upright in the operation position for the purpose to divide the traffic streams; the solid elements being hollow and preferably made of a polymeric material.
  • the solid elements 26 are disposed between girders 13 of the elevated road span structure, and means 27 for extending them is disposed at least partly within the cavity of the solid elements.
  • At least one solid element has a transparent surface portion 28 facing the traffic stream and accommodates means 29 to illuminate at least one transparent portion.
  • At least a portion of solid elements 26 preferably bears elements of road marking on its upper end face or its side surfaces.
  • Solid elements 26 taper upwards along at least a portion of their height; the roadway has opening 31 having frame 32 preferably made of a resilient material whose edges close the gap between a solid element and roadway.
  • Frame 32 permanently contacts the external surface of a solid element to provide a protection sealing and to clean the surface when a solid element is transferred to its operation or non-operation position.
  • the plane of the external surface of a solid element upper end face, when an element is in its non-operation position, is positioned higher than the frame external surface.
  • the roadway opening can be closed by a shutter when a solid element is in its non-operation position; the shutter upper surface bearing a road marking element.
  • Solid elements 26 are spaced at the interval that prevents vehicles from entering the adjacent lane.
  • Solid elements 26 can be also disposed along the traffic lanes continuously and preferably interconnected lengthwise by the groups having at least two solid elements.
  • the road has means that, before the solid elements are extended, turns on an inhibit signal, being preferably an audible or light signal, to stop traffic on the lane to be switched to the reverse direction; the means giving the inhibit, preferably a light signal, is disposed in one of the hollow solid elements.
  • Hollow solid elements 26 are preferably provided with sensors that sense the traffic intensity on a given road portion and are connected to a system for controlling position of hollow solid elements 26. Position of solid elements 26 being controlled depending on a signal indicating the traffic intensity on that road portion, transmitted to the hollow solid elements position control system.
  • Solid elements 26 being arranged to rotate preferably to the complete or partial closure of a traffic lane with respect to the axis that extends at the angle of preferably 90° to the roadway surface at the place of rotation of a solid element.
  • Solid elements 26 being positioned preferably between girders 13 of a span structure so that they may be provided with maintenance and operation services when in the non-operation position.
  • a cover over an elevated road, having a curved or broken configuration, is advantageously translucent along the most portion of its length and defines the aired space thereunder; and the roadway can be implemented across the width not exceeding that of the existing motorway at a given portion thereof; the roadway being disposed at least at one level intended preferably for one traffic direction, and has safety guards at its sides; the safety guards also can be positioned in the center of the roadway.
  • the foundation portion of the load-bearing supports can be preferably monolithic or assembled, or assembled-monolithic.
  • the load-bearing supports can be made of metalworks, or with the use of retained metallic or polymeric formworks.
  • hollow metal beams of I- or trapezoidal cross-section are used.
  • An entry and exit from the elevated road are preferably disposed in plan at an angle to the longitudinal axis of an existing road, or entry or exit from the elevated road can be disposed along the longitudinal axis of the existing road, preferably as extension of the left traffic lane.
  • At least one entry to the elevated road and at least one exit therefrom are equipped with controlled turnstiles or barriers.
  • At least one entry to the elevated road and at least one exit therefrom have hoisted ramps, and height at which the ramps are lifted in their non-operation position, for example when the elevated road is repaired, allows traffic to proceed under them, preferably to the next entry or exit.
  • the elevated road is provided with devices for purifying the air of the exhaust gases from vehicles and dust.
  • Filters or means for delivery of the air to be purified to the air purification devices are positioned within the elevated road lateral guard or in the translucent protection cover.
  • the elevated road is provided with a system for supplying and removing the air, and automatic means for quality assay of the ambient air, and means for adjusting-preferably depending on the assay results - the intensity and direction of air delivery and removal are provided for construction as well.
  • the lateral guards are implemented in a manner that the traffic noise level and the noise produced by the air delivery and removal system will be reduced.
  • the translucent cover is implemented in a manner that the traffic noise level and the noise produced by the air delivery and removal system will be reduced; further provided are means for delivery of water or a solution over the elevated road to purify the air of the exhaust gases from vehicles and dust; also provided are means for collecting and removals of the purification waste products; filters and air-purification devices implemented as replaceable elements being arranged such that allow access for maintenance and operation.
  • construction of an expressway commences with the step of arrangement of the access road to a section positioned along the existing road axis.
  • the equipment required for the adopted operation technology is positioned: a mounting crane and excavator having a drilling equipment, using which crane and excavator an expressway is constructed "downwards"; the works from the second tier are carried out both at the level of an existing roadway and lower than said level.
  • the lateral safety guard surfaces serve that drivers of passing vehicles will not be distracted to the works being carried out, such that likelihood that any accidents would occur on the road portion decreases, and traffic speed will not decelerate owing to the absence of any "entry-exit" portions higher than a roadbed mark, on which portions the drivers otherwise would instinctively decelerate.
  • the expressway so constructed represents a covered elevated road, which has been erected without allocation of an additional land lot above an existing motorway, on which motorway the traffic intensity does not decrease when said expressway is being constructed. It should be appreciated that with such arrangement of an expressway the same can be suitably used as a pay-your-way road for cars, as the alternative motorway will be immediately below that expressway.
  • the vehicles will naturally be divided into the groups of fast-moving vehicles being mainly cars moving on the elevated road, and the heavier vehicles moving on the existing motorway.
  • fast-moving vehicles being mainly cars moving on the elevated road
  • heavier vehicles moving on the existing motorway unevenness of speed of traffic streams is prevented, vehicles' engines will run in a steadier state and their operation in the transient modes will be minimized.
  • the overall capacity of motorways will increase more than two-fold, because the existing motorway will be given a relief and owing to an higher speed permitted on the constructed motorway.
  • the invention can be suitably used as a temporary guard of an existing roadway, when an elevated road above the existing one is erected or dismounted.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Chemical And Physical Treatments For Wood And The Like (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
  • Data Exchanges In Wide-Area Networks (AREA)
  • Road Signs Or Road Markings (AREA)
  • Telephonic Communication Services (AREA)
  • Road Paving Structures (AREA)
EP01274103A 2001-04-10 2001-11-15 Verfahren und Anlage für den Bau einer Strasse Expired - Lifetime EP1384816B1 (de)

Applications Claiming Priority (13)

Application Number Priority Date Filing Date Title
RU2001109287 2001-04-10
RU2001109287 2001-04-10
RU2001118741 2001-07-09
RU2001118741/03A RU2181396C1 (ru) 2001-07-09 2001-07-09 Способ и установка для сооружения скоростной автомобильной дороги и скоростная автомобильная дорога
RU2001121008 2001-07-31
RU2001121008 2001-07-31
RU2001123183A RU2188270C1 (ru) 2001-08-20 2001-08-20 Скоростная автомобильная дорога и способ повышения экологической безопасности в зоне скоростной автомобильной дороги
RU2001123184A RU2203356C1 (ru) 2001-08-20 2001-08-20 Способ и установка для сооружения скоростной автомобильной дороги
RU2001123184 2001-08-20
RU2001123182 2001-08-20
RU2001123182A RU2203355C1 (ru) 2001-08-20 2001-08-20 Скоростная автомобильная дорога и способ регулирования ее пропускной способности
RU2001123183 2001-08-20
PCT/RU2001/000487 WO2002081821A1 (fr) 2001-04-10 2001-11-15 Procede et installation de construction d'autoroute et autoroute

Publications (3)

Publication Number Publication Date
EP1384816A1 true EP1384816A1 (de) 2004-01-28
EP1384816A4 EP1384816A4 (de) 2006-05-10
EP1384816B1 EP1384816B1 (de) 2012-02-15

Family

ID=27555283

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01274103A Expired - Lifetime EP1384816B1 (de) 2001-04-10 2001-11-15 Verfahren und Anlage für den Bau einer Strasse

Country Status (11)

Country Link
US (2) US7210183B2 (de)
EP (1) EP1384816B1 (de)
JP (1) JP2004522018A (de)
KR (1) KR100866106B1 (de)
CN (1) CN1238607C (de)
AT (1) ATE545734T1 (de)
CA (1) CA2443836C (de)
DK (1) DK1384816T3 (de)
EA (1) EA004612B1 (de)
HK (1) HK1064137A1 (de)
WO (1) WO2002081821A1 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007055109A1 (de) * 2007-11-16 2009-05-28 Bilfinger Berger Ag Verfahren und eine Vorrichtung zur Errichtung einer Brücke sowie eine Pfahlführung für die Gründung
KR101303307B1 (ko) * 2013-07-09 2013-09-03 부림산업개발(주) 조립식 프리캐스트 교량
ITUB20153826A1 (it) * 2015-09-09 2017-03-09 Marco Fina Carroponte per costruzioni di strade sopraelevate
WO2022022760A1 (de) * 2020-07-25 2022-02-03 Siegfried Neff Street-carrier (s-carrier)
EP4293177A3 (de) * 2022-05-25 2024-02-21 Tecozam USA Corporate System und verfahren zur betonformung

Families Citing this family (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1384816B1 (de) * 2001-04-10 2012-02-15 Arkady Alekseevich Kornatsky Verfahren und Anlage für den Bau einer Strasse
US7013520B1 (en) * 2002-05-24 2006-03-21 Snead Edwin Desteiguer Method for positioning a pile cap underneath an existing elevated bridge assembly
US7461427B2 (en) * 2004-12-06 2008-12-09 Ronald Hugh D Bridge construction system and method
ES2397273T3 (es) * 2005-12-20 2013-03-05 Flatiron Constructors, Inc. Método y aparato para construir un puente
US20080184504A1 (en) * 2007-02-07 2008-08-07 Powers James M Method of rebuilding a viaduct without interrupting service on the old structure
KR20080107085A (ko) * 2007-06-05 2008-12-10 삼성물산 주식회사 교량의 거더 설치공법 및 이에 사용되는 거더 인양크레인,임시거더, 거더 운반용 차량, 거더
WO2008150317A1 (en) * 2007-06-06 2008-12-11 Sing Robert L Double-deck covered roadway
US7669272B2 (en) * 2008-01-28 2010-03-02 Powers James M Method of launching bridge spans in bridge construction
BRPI0925063A2 (pt) * 2009-04-15 2015-07-28 Vsl Int Ag Carro de avanço superior e método
US8458839B2 (en) * 2009-07-27 2013-06-11 Encon Technologies, Llc Apparatus and method for replacing a bridge using a pre-cast construction techniques
US8656543B2 (en) * 2010-07-13 2014-02-25 Encon Technologies, Llc Bridge shoring system
US8671490B1 (en) 2013-03-06 2014-03-18 Mark Carney Bridge span replacement system
ES2733741T3 (es) * 2014-06-06 2019-12-02 Soletanche Freyssinet Método para construir un puente y aparato de construcción de puentes
CN104591030A (zh) * 2015-01-30 2015-05-06 徐州工程学院 矿用移动式多角度气动举升装置
CN107025347B (zh) * 2017-04-10 2020-04-07 中铁二院工程集团有限责任公司 一种多线铁路桥梁轨道线形控制方法
CN106836076A (zh) * 2017-04-12 2017-06-13 中安安轩安全产业发展有限公司 一种波形防护栏的安装机
CN107059668B (zh) * 2017-06-15 2019-04-05 中铁六局集团天津铁路建设有限公司 铁路接触网带电条件下更换涵洞盖板的施工方法
CN107640701A (zh) * 2017-09-28 2018-01-30 云南大红山管道有限公司 一种复杂地形环境可升降移动吊装装置
CN107938522A (zh) * 2017-12-29 2018-04-20 北京华横新技术开发公司 浇筑模板支撑装置及其使用方法
US10697136B2 (en) * 2017-12-29 2020-06-30 John C Koo Bridge structure
CN109353776B (zh) * 2018-12-14 2023-08-18 大连华锐重工集团股份有限公司 多跨度门式移动尾车
CN109797662A (zh) * 2019-03-29 2019-05-24 中铁建大桥工程局集团第四工程有限公司 大跨径现浇箱梁跨越高等级高速公路支架及施工方法
CN110144827A (zh) * 2019-06-03 2019-08-20 中建钢构有限公司 跨高速桥梁施工工艺
CN110172922B (zh) * 2019-06-17 2020-08-11 中国建筑第六工程局有限公司 一种环境友好型下行自行式钢栈桥结构施工方法
CN110409344B (zh) * 2019-07-10 2021-07-27 安徽工程大学 一种无轨式自行走护栏
CN110642157B (zh) * 2019-09-10 2020-07-24 武汉理工大学 一种两段式越障龙门起重机
CN110552294A (zh) * 2019-09-29 2019-12-10 中国建筑第八工程局有限公司 架桥机逆向架梁施工平台及其施工方法
CN110775794B (zh) * 2019-11-20 2020-07-14 惠安县易尚手新材料有限公司 一种用于残疾人的自动过马路机
WO2022099548A1 (en) * 2020-11-12 2022-05-19 China Railway No.3 Engineering Group Co.Ltd Method for installing steel tube arches
CN114737479B (zh) * 2022-03-17 2024-01-30 中国建筑第五工程局有限公司 组合梁上盖既有交通的防护系统、拆卸装置及施工方法

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02210108A (ja) * 1989-02-09 1990-08-21 P S Concrete Co Ltd 押出し直上高架工法
US5105494A (en) * 1990-12-03 1992-04-21 Highway Construction Bridge Systems, Inc. Continuously moving highway reconstruction device
DE4110544A1 (de) * 1991-03-30 1992-10-01 Monte Bau U Handelsgesellschaf Mehrstoeckige autobahn

Family Cites Families (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3811147A (en) 1971-08-09 1974-05-21 R Dix Mobile roadway repair unit
DE3147486A1 (de) * 1981-12-01 1983-07-14 Friedbert 6230 Frankfurt Achenbach Autobahn in 2 ebenen
SU1096328A1 (ru) 1982-04-22 1984-06-07 Государственный Ордена Трудового Красного Знамени Институт По Изысканиям И Проектированию Мостов "Ленгипротрансмост" Способ монтажа пролетных строений мостов и монтажное оборудование дл его осуществлени
US4953249A (en) * 1989-09-11 1990-09-04 Warwick Jack A Modular overpass or raised parking structure
SE9001155D0 (sv) 1990-03-29 1990-03-29 Soederhamn Architect Ab Koerfarande och anlaeggning foer behandling av luft i omraadet av en trafikled foer motorfordon
GB2282837B (en) * 1993-10-18 1996-11-06 Chen Kuo Chung An assembled structure of road foundation and supports for elevated road and a method for rapidly assembling the structure
DE4402950A1 (de) 1993-12-17 1995-06-22 Erich Kleinkowski Verfahren und Vorrichtung zum Bau wenigstens einer oberen Fahrbahnebene mit wenigstens einer Fahrbahn
US5511268A (en) 1994-08-08 1996-04-30 The United States Of America As Represented By The Secretary Of Commerce Construction of large structures by robotic crane placement of modular bridge sections
RU2085654C1 (ru) 1994-09-20 1997-07-27 Борис Петрович Таланов Барьер для разделения транспортных потоков на магистралях
RU2085655C1 (ru) 1995-01-12 1997-07-27 Борис Петрович Таланов Барьер для разделения транспортных потоков на магистралях
US5605413A (en) * 1995-06-26 1997-02-25 Brown; James C. Highway barricade
US5846020A (en) * 1997-06-26 1998-12-08 Mckeown; Kevin Pre-fabricated multi-level roadway structure
US5960502A (en) * 1997-07-18 1999-10-05 Sherman; Yury Method and mechanism for erection of prefabricated modular deck of viaducts, motorway flyovers and the like
US6224290B1 (en) * 1997-07-24 2001-05-01 Walter Lavis Reflective highway divider
KR20000006907U (ko) * 1998-09-23 2000-04-25 오복실 복층구조로 되는 고속도로
US6169954B1 (en) * 1999-04-09 2001-01-02 Mccrary Homer T. Intelligent public transit system using dual-mode vehicles
TW445334B (en) * 1999-06-01 2001-07-11 Ohbayashi Corp Elevated bridge infrastructure and design method for designing the same
FR2795106B1 (fr) * 1999-06-18 2001-09-07 Colas Sa Dispositif d'interruption de terre-plein central
US6676330B2 (en) * 2000-11-30 2004-01-13 Anna Stamm Method of erecting elevated roadways above existing roadways with minimal disruption of traffic
EP1384816B1 (de) * 2001-04-10 2012-02-15 Arkady Alekseevich Kornatsky Verfahren und Anlage für den Bau einer Strasse
JP3616587B2 (ja) * 2001-07-19 2005-02-02 大成建設株式会社 高架式交通路の構築方法
JP3682247B2 (ja) * 2001-07-23 2005-08-10 大成建設株式会社 高架式交通路の構築方法

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02210108A (ja) * 1989-02-09 1990-08-21 P S Concrete Co Ltd 押出し直上高架工法
US5105494A (en) * 1990-12-03 1992-04-21 Highway Construction Bridge Systems, Inc. Continuously moving highway reconstruction device
DE4110544A1 (de) * 1991-03-30 1992-10-01 Monte Bau U Handelsgesellschaf Mehrstoeckige autobahn

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 014, no. 510 (M-1045), 8 November 1990 (1990-11-08) -& JP 02 210108 A (P S CONCRETE CO LTD; others: 01), 21 August 1990 (1990-08-21) *
See also references of WO02081821A1 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007055109A1 (de) * 2007-11-16 2009-05-28 Bilfinger Berger Ag Verfahren und eine Vorrichtung zur Errichtung einer Brücke sowie eine Pfahlführung für die Gründung
KR101303307B1 (ko) * 2013-07-09 2013-09-03 부림산업개발(주) 조립식 프리캐스트 교량
ITUB20153826A1 (it) * 2015-09-09 2017-03-09 Marco Fina Carroponte per costruzioni di strade sopraelevate
WO2022022760A1 (de) * 2020-07-25 2022-02-03 Siegfried Neff Street-carrier (s-carrier)
EP4293177A3 (de) * 2022-05-25 2024-02-21 Tecozam USA Corporate System und verfahren zur betonformung

Also Published As

Publication number Publication date
CA2443836A1 (en) 2002-10-17
CA2443836C (en) 2009-11-03
EP1384816B1 (de) 2012-02-15
EP1384816A4 (de) 2006-05-10
US7210183B2 (en) 2007-05-01
CN1511210A (zh) 2004-07-07
ATE545734T1 (de) 2012-03-15
CN1238607C (zh) 2006-01-25
HK1064137A1 (en) 2005-01-21
US20070151050A1 (en) 2007-07-05
JP2004522018A (ja) 2004-07-22
DK1384816T3 (da) 2012-03-19
EA200301013A1 (ru) 2004-02-26
KR100866106B1 (ko) 2008-10-31
WO2002081821A1 (fr) 2002-10-17
US20040148717A1 (en) 2004-08-05
US7401371B2 (en) 2008-07-22
EA004612B1 (ru) 2004-06-24
KR20030094332A (ko) 2003-12-11

Similar Documents

Publication Publication Date Title
US7401371B2 (en) Method and installation for constructing an expressway
MX2008006718A (es) Interseccion de control de trafico.
WO2007095912A1 (de) Gebäude undbaustein für strassen sowie aus diesen zusammengesetztes urbanes netz für grosse ballungsgebiete
CN108035203A (zh) 钢结构立体框架单元、钢结构立体组合框架及其应用
RU2380474C1 (ru) Способ поступательного перемещения транспортного средства и устройство для его осуществления (варианты)
CN1834352A (zh) 一种人车全面分离的城市系统
RU2385378C2 (ru) Комплекс разделителей транспортных и пешеходных потоков, пересекающихся на дорогах
EP1798341A1 (de) Fahrspurtrenneinheit, bestandteil davon und mobile fahrspurtrennvorrichtung
RU2181396C1 (ru) Способ и установка для сооружения скоростной автомобильной дороги и скоростная автомобильная дорога
CN207862713U (zh) 钢结构立体框架单元和钢结构立体组合框架
JPH11293628A (ja) 橋梁の吊り足場組立方法
CN216517167U (zh) 一种利用人行道开发的集约型街边立体停车场
CN211665456U (zh) 一种城市交叉口人行过街系统
CN214193978U (zh) 可实现人车分流的道路交叉路口设计结构
CN215887877U (zh) 一种大跨径钢混组合桥梁结构
CN217266879U (zh) 一种门式墩高架桥
CN215210482U (zh) 一种依附车行桥的人行天桥及雨棚结构
WO2022047568A1 (en) Bridge girder with high central-wall-beam
RU105628U1 (ru) Эстакада для перемещения транспортных средств на разных уровнях
CN212103512U (zh) 一种行人与非机动车辆分流的天桥
RU18715U1 (ru) Установка для сооружения скоростной автомобильной дороги и скоростная автомобильная дорога
RU2203356C1 (ru) Способ и установка для сооружения скоростной автомобильной дороги
CN118110064A (zh) 多层立交桥
JP4098581B2 (ja) 跨道橋の架替工法
RU20521U1 (ru) Установка для сооружения скоростной автомобильной дороги и скоростная автомобильная дорога

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20031022

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

REG Reference to a national code

Ref country code: HK

Ref legal event code: DE

Ref document number: 1064137

Country of ref document: HK

A4 Supplementary search report drawn up and despatched

Effective date: 20060327

17Q First examination report despatched

Effective date: 20070801

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: METHOD AND INSTALLATION FOR BUILDING A HIGHWAY

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 60146117

Country of ref document: DE

Representative=s name: HOFFMANN - EITLE, DE

Ref country code: DE

Ref legal event code: R082

Ref document number: 60146117

Country of ref document: DE

Representative=s name: HOFFMANN - EITLE PATENT- UND RECHTSANWAELTE PA, DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 545734

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120315

REG Reference to a national code

Ref country code: DK

Ref legal event code: T3

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 60146117

Country of ref document: DE

Effective date: 20120412

REG Reference to a national code

Ref country code: NL

Ref legal event code: T3

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120615

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120516

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 545734

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120215

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: HK

Ref legal event code: GR

Ref document number: 1064137

Country of ref document: HK

26N No opposition filed

Effective date: 20121116

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 60146117

Country of ref document: DE

Effective date: 20121116

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120526

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121130

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121130

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121115

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DK

Payment date: 20131120

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20131121

Year of fee payment: 13

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20120215

Ref country code: MC

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121115

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20150601

REG Reference to a national code

Ref country code: DK

Ref legal event code: EBP

Effective date: 20141130

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150601

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141130

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 15

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 16

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 17

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: GB

Payment date: 20201126

Year of fee payment: 20

Ref country code: FR

Payment date: 20201126

Year of fee payment: 20

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20210128

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 60146117

Country of ref document: DE

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20211114

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20211114